DIME - Test Summary

Summary for Test 2023-04-25-21-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764
DIST-CO-RTE-PM	06-KER-99-10.4/21.2
Award Date	12/08/2020
Closeout Date	Not set
Work Description	CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description	KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
QA Service Level	1 (Verified on 09/14/2020)

Sample Taken Date	04/25/2023	Sample Unique Key	21
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	04/26/2023
Sample type	Department Acceptance	A brief description of the sample	3/4 HMA-SP Type A
The quantity of what the sample constitutes	2 Bags Aggregates, 1 Bag Rap	From where was the sample collected	Source
First name of sampler or witnessed by	Paul	Last name of sampler or witnessed by	Klinker
Title of sampler	Material Tester	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Griffith Edmonston	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-15-0068
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	HMA Plant Cold Feed
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number	1
Sublot number	88	Aggregate Mix Number

DIME Sample ID: 2023-04-25-21

DIME Test ID: 2023-04-25-21-1

Testing Lab: CT D06 - Bakersfield Field Laboratory

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2023-04-26

What type of gradation is being tested?: HMA Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: Yes

Input Type: Calculated

Tester's full name: Neale Brown

Date of test: 04/26/2023

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 100 %

Cumulative percent passing the 1/2 in. sieve: 86 %

Cumulative percent passing the 3/8 in. sieve: 69 %

Cumulative percent passing the #4 sieve: 48 %

Cumulative percent passing the #8 sieve: 35 %

Cumulative percent passing the #16 sieve: 25 %

Cumulative percent passing the #30 sieve: 18 %

Cumulative percent passing the #50 sieve: 11 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 4.2 %

General comments (publicly viewable) (Max 1000 characters): LaSL88

File Name	Extension	File Size	Date Uploaded	Test ID	Actions
06-0Q9204_37079_230425_L1SL88_T209	pdf	40.19 KB	04/26/2023	2023-04-25-21-1	Info

Test was verified on 4/26/2023 ✔